column1

1. BLD61203 STRUCTURES
GROUP 8 ANDY CHIN 0326973 I DAPHNE TAN 0329055 I TANG LAM YU 0324966 I TEOW KAH YAN 0327201
Column 1E
Ground Level
Dead load Live load
1 Dead load from slab 1 Live load from guest room 2
= (5.000/2)m x (6.850/2)m x 3.6kN/m2 = 2.500m x 3.425m x 1.5kN/m2
= 2.500m x 3.425m x 3.6kN/m2 = 12.84kN
= 30.83kN
Total live load
2 Dead load from beam = 12.84kN
= (2.500+3.425+2.500)m x 1.08kN/m
= 9.10kN
3 Dead load from brickwall
= [(2.500+3.425+(2.500-1.963)]m x 9.98kN/m
= 64.49kN
4 Dead load from column
= (0.15m x 0.30m) x 3.80m x 24kN/m3
= 4.10kN
Total dead load
= (30.83 + 9.10 + 64.49 + 4.10)kN
= 108.52kN

2. BLD61203 STRUCTURES
GROUP 8 ANDY CHIN 0326973 I DAPHNE TAN 0329055 I TANG LAM YU 0324966 I TEOW KAH YAN 0327201
Roof Level
Dead load Live load
1 Dead load from slab = 2.500m x 3.425m x 0.5kN/m2
= (5.000/2)m x (6.850/2)m x 1.0kN/m2 = 4.28kN
= 2.500m x 3.425m x 1.0kN/m2
= 8.56kN Total live load
= 4.28kN
2 Dead load from beam
= [(2.500+3.425+(2.500-1.963)]m x 1.08kN/m
= 6.98kN
Total dead load
= (8.56 + 6.98)kN
= 15.54kN
Ultimate load
= Total dead load x 1.4 + Total live load x 1.6
= (108.52 + 15.54)kN x 1.4 + (12.84 + 4.28)kN x 1.6
= 124.06kN x 1.4 + 17.12kN x 1.6
= 201.08kN